SOLVE THE FOLLOWING USING ( SLOPE DEFLECTION METHOD)1) Reaction at D, Rd in kN2) Moment at D, Md in kN-m Problem 1The continuous beam shown in the figure is fixed at both ends A and D, andsupported by rollers at B and C. Assumel = 800 x 10° mm“ and E = 70,000MPa.FW1ABD8 m8 m4 m4 mw1 (kN/m) F (kN)S (mm)252060If there is a settlement of S at the support C, solve the following using slopedeflection method:

Answered: Image /qna-images/answer/0e2328b1-1e7a-4432-a79d-21eecfb523e7.jpg

Answered: SOLVE | bartleby

Engineering

Civil Engineering

SOLVE

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Environmental Effects of engineering constructions projects. Include photos.

A: Environmental engineering : Environmental engineering comprises the development of methods and infra...

Q: 1. The cylindrical tank with a spherical end-cap has an outer radius of 2 m and a wall thickness of ...

Q: 3. Find the angle 0 in the interval [0°, 360°) that satisfies the equation 2 sin0 – i cos0 = 1 + iV3...

A: ASKED: To determine the value of angle θ, which satisfies the given equation and in the given interv...

Q: For the frame shown, the Slope-deflection Method (a) to determine the reactions and (b)to draw the s...

Q: 1. Determine the location of centroid, y, from top of the beam in mm. 2. Determine the moment of ine...

A: If the end portion of a beam extends beyond the support, then the beam is known as overhanging beam....

Q: calculate the Member Force at AB in Kips if the given 50kip vertical load at joint I and 30kip horiz...

A: Using equilibrium condition ΣFx = 0 ΣFy = 0 ΣMz = 0

Q: An OPEN HaNatt is T BE DESIGNER TO lit/ce Q = 2000 compuTE TE DEPTH OF MOST 0.0008 EFFICIENTSECTION ...

A: Discharge, manning’s constant, slope is given and it has been asked to determine the depth of most e...

Q: Determine the force in members KJ, JN,ND and CD. K 10 ft

A: Given that - To find - Determine the forces in the member KJ, JN , ND and CD

Q: ted loads W,V & A, det

Q: Determine the reaction at point A and the tension in cord AB. (Partial ans. TAB = 7000 lb) 30° B 800...

Q: Data of a closed traverse are as follows: Compute the distance of line (5-1) a. 206.92 m b. 374.97 m...

A: Let distance 3-4 be x and distance 5-1 be y

Q: Situation

Q: The strength of longitudinal joint in Fig. 1-17 is 33.3 kips/ft, whereas for the girth is 16.1 kips/...

Q: 18m A 9m 7.50m B VP 166N Compute for P If CABLE BC is Horizon tal 6m

A: Compute for P If CABLE BC is Horizontal

Q: Determine the force in members L K 10 ft M 10 ft A =0 Ba -15 ft-15 ft-15 ft--15 ft---15 ft-- Fiont C...

Q: The indeterminate frame below is loaded with gravity loads as shown. Using MOMENT DISTRIBUTION METHO...

Q: For a minor principle stress of 50 kPa, what is the maximum value possible for the major principal s...

A: Given that -

Q: a signaliz ing ignal ycle length with 30 seconds of green signal and 30 seconds of red signal (ignor...

Q: Given data : Kinetic energy%3D200 J Mass-10 kg Determine velocity

Q: One of the steel girders of a crane bridge has a ectangular box section 750mm deep and 375mm wide ve...

A: Given data - To find -

Q: Consider the following statements for the column with a bracket as shown in the figure: Which of the...

Q: The shrinkage limit of a clay is 22%, its natural moisture content is 34.7%, and its specific gravit...

Q: FIGURE 10 5 kN/m D A |B C - 2 m 1 m -1 m

Q: A 25m bridge is simple supported and a truck is traversing the bridge with 2 wheel loads 4.30m apart...

Q: A beam is loaded as shown below. U1- 32 KN/m; M1 = 100 kN-m, and P1 = 120 kN. 32 M- 100 16 m) P- 120...

A: M1 = 100KNm P1= 120KN

Q: Design a cantilever one-way slab having simple span of 4m. The slab is to carry a uniform LL =12 kP...

A: Given data Slab Span L = 4 m Live Load LL = 12 Kpa Dead load Dl = 5 Kpa f'c = 25 Mpa fy = 275 Mpa ...

Q: Determine the outside diameter of a hollow steel shaft that will carry a tensile load of 500 kN at a...

Q: Propose THREE (3) strategies for the control of volatile organic compounds (VOCS) in indoor air.

A: Volatile organic compounds (VOCs) are the chemicals which are found in various products which are us...

Q: H |B 40 kN 40 kN - 4 at 3 m = 12 m -

Q: What is the correct representation of the soil?

A: this question is taken from the topic soil classification in soil mechanics: the explanation is give...

Q: A reinforced concrete column 200 mm in diameter is designed to carry an axial 3 ft 6 ft 1 ft compres...

A: Given:

Q: For a minor principle stress of 50 kPa, what is the maximum value possible for the major principal s...

Q: Discuss and give some applications for glass-, carbon- and aramid- reinforced polymer composites.

A: Glass Reinforced Polymer Composites: 1. It is used in manufacturing electronic equipment such as TVs...

Q: For a national highway, the free mean velocity and jam density are 80 kmph and 45 Veh/km respectivel...

Q: A rectangular reinforced concrete beam has a length of 7.5 – 10.5 m. It is supported with a hinged a...

Q: Shear and Moment Diagram: | 1400 lb 500 1b/ft B A D| -4 ft - 4 ft- 500 1b Point of Zero Shear. Value...

Q: A boat is moved uniformly along a canal at a given speed by two ropes P and Q as shown in ahead fig....

A: Given:- A boat is moved uniformly along a canal at a given speed The boat is moved by the two ropes ...

Q: A rectangul3 the water. The gate is 4 feet in length and 5 feet wide. Answer the following questions...

A: Given data - To find-

Q: Shear and Moment Diagram: 600 lb/ft CA 1200 lb · ft 4 ft -4 ft→ 6 ft Point of Zero Shear: QIFICA Val...

Q: the beam shown, determine the maximum negative ent. In kN.m 19 kN 3 kN/m |B 2 m 2 m 2 m

Q: Solve the Problem given, explain every step of the solution

Q: Explain why particles in intermediate size are less efficiently captured by ESP.

A: An electrostatic precipitator (ESP) eliminates particles from a gas stream by utilizing electrical e...

Q: THIS IS A SIMPLE BEAM WITH A SPAN LENGTH, L = 5M, BUT WITH 2M OVERHANG AT THE LEFT. 2M 5M R1 R2 1. D...

Q: Is it easier to solve for the head loss when it's a laminar flow than turbulent flow? Discuss all po...

A: Laminar flow - it is type of flow inwhich the fluid moves in a smooth way without mixing or only lit...

Q: Determine the slope at A and horizontal displacement at C. Take E= 29 (10^3). The moment of inertia ...

Q: Sluice Gate 4m wide 6 m 20 cm

Q: Point A is in between points B and C. The distances of B and C from point A are 1000m and 2000m resp...

Q: The composite bar is stress-free before the axial loads P1 and P2 are applied. Assuming that the wal...

Q: 4. Determine the total resistance and the total current. 30n 202 1oov

A: The answer is found to be a. Total resistance R=63.26 ohm b. Total current i=1.58 A For explanation ...

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

SOLVE THE FOLLOWING USING ( SLOPE DEFLECTION METHOD)

1) Reaction at D, Rd in kN

2) Moment at D, Md in kN-m

Problem 1
The continuous beam shown in the figure is fixed at both ends A and D, and
supported by rollers at B and C. Assumel = 800 x 10° mm“ and E = 70,000
MPa.
F
W1
A
B
D
8 m
8 m
4 m
4 m
w1 (kN/m) F (kN)
S (mm)
25
20
60
If there is a settlement of S at the support C, solve the following using slope
deflection method:

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Solve the problem using Moment -Area Method Problem I. The beam has a loose fit built-in support at B which allows the end of the beam to rotate through the angle 9, = 0.75° when the load is applied, as shown in the detail. E = 72 GPa and 1 = 120 x 10 mm². Determine the following: 200 kN -2 m- 는 A d. Displacement at the application of 200kN load B Detail -2 m- B
Determine the following unknowns on the beam shown below using Conjugate-Beam Method. Consider 250 mm x250 mm section and E = 200 GPa. Show complete and organized solution. a. Vertical Reaction at C in kN. b. Moment Reaction at C in kN-m. c. Deflection at point B in mm. d. Maximum deflection on the beam in mm Given: a- 4m b- 24kN/m c- 9kN
Find the maximum value of (p) that can be applied to the beam shown. Wu (LL) b Size of bars W LL b h No. of No. of Fy L (m) (mm) (mm) bars layers MPa Мра (kN/m) (mm) 350 700 8. 25 two 25 414 25 6.8
Dvestion 2: For the u sing beam shown determine the slope point c and des techon at MomenH Aria Metho d. 100 KN. m 25 KN/m 1SOKN EI > constant E = 200 Gpa 4m 4m 202 L10*) mm4 CS Scanned with CamScanner
Problems: 1- Find the deflection curve for the beam shown, then find the reactions at the supports. (Neglect self weight) W В A L El constant WLx 4 wL'x + 48EI wL? wx* y = 24EI 3wL V В 5wL and M 8. Ans.: V A 16EI 8. B 8.
1. Determine the vertical displacement of joint A. Assume E-29x10 ksi E Member Area (in2) EC 3 DE 2 4 ft DC ВС 3 B AB 3 A DB 3 AD 4 ft 4 ft 7 k 3 k virtual work method
The steel bars AC and BC, each of cross-sectional area 120 mm2, are joined at C with a pin. Determine the displacement of point C caused by the 15-kN load. Use E = 200 GPa for steel. 04. A 35° 35° SUMMARY OF ANSWERS 2.5 m 2.5 m Ус mm C 15 kN CS Scanned with CamScanner
Three forces and a couple C = 90 N-m are applied on a plate as shown. Determine the resultant of the three forces and the couple C. Determine the x-intercept and y-intercept of the resultant. y 130 N 150 N 2.8 m 12 5 & C 4 3 2.4 m 80 N X
Deflection of Beams Use Castiglianos Theorem Given: X - 274 у-74 а-8 b - 4 C- 9 Problem #1 #1 Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-sectional area of 600 mm². Take E = 200 GPa. B. 1.5 m- -1.5 m P = X a = A
Q2: The effect or two forces FA,FB is (5 KN) and acting along u axis , determine the value of FB by parallelogram method (nun perpendicular coordinate) FA-3 kN -****** ************
1.) CLO2: A beam subjected to a uniformly- distributed load has a: a.) first degree shear curve b.) second degree shear curve c.) zero degree shear curve d.) third degree shear curve 2.) The first moment of area, Q is maximum at:Choices:Minimum “b”Neither of the choicesBoth maximum and minimum “b”Maximum “b”
Determine the displacement at C and the slope at B. E = 200 GPa, | = 70 x 1016 mm^4. Use Conjugate Beam Method. Express your answers in millimeter and degrees respectively. 4 kN 4 kN C B tisatism -15 m15m- -3 m- 3 m